Question: Q 4 ( 2 0 Pts ) By calculating the design bending moment capacity, show if the beam B C is able to carry the

Q4(20 Pts)
By calculating the design bending moment capacity, show if the beam BC is able to carry the loads applied to
structure in Q3.
Notes:
-Do not neglect the shear strength calculation/check.
-No deflection check is required.
-Use LRFD strength.
Q 4 ( 2 0 Pts ) By calculating the design bending

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